Shear strength of alluvial soils reinforced with PP fibers

Author:

Develioglu InciORCID,Pulat Hasan FiratORCID

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology

Reference54 articles.

1. Adili A, Azzam R, Spagnoli G, Schrader J (2012) The strength of soil reinforced with fiber materials (Papyrus). Soil Mech Found Eng 48(6):241–247. https://doi.org/10.1007/s11204-012-9154-z

2. Al-Wahab RM, El-Kedrah MA (1995) Shear strength behaviour of polypropylene fibre reinforced cohesive soils. Geomech Geoeng 46(1):791–805. https://doi.org/10.1080/17486025.2013.804213

3. Anagnostopoulos CA, Tzetzis D, Berketis K (2013) Effect of polypropylene fibre and lime admixture on engineering properties of clayey soil. Eng Geol 9(3):241–251. https://doi.org/10.1016/j.enggeo.2006.07.007

4. Angelim RR, Cunha RP, Sales MM (2016) Determining the elastic deformation modulus from a compacted earth embankment via laboratory and Ménard pressuremeter tests. Soils Rocks, São Paulo 39(3):285–300

5. ASTM D2487 – 11 (2011) Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System). ASTM International, West Conshohocken, PA, USA

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